Static and Dynamic Mechanical Properties of Long-Span Cable-Stayed Bridges Using CFRP Cables

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/ace/volume-2017/6198296/figures/6198296.fig.0012a.svgz" name="6198296.fig.0012a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Inclined cable plane</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/ace/volume-2017/6198296/figures/6198296.fig.0012b.svgz" name="6198296.fig.0012b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Parallel cable plane</td></tr></table>

<div>Torsional vibration mode of the cable-stayed bridges with different cable planes.</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Static and Dynamic Mechanical Properties of Long-Span Cable-Stayed Bridges Using CFRP Cables 